Attachment_1_-_Specifications_dated_14_Jul_17.pdf

SPECIFICATIONS - FINAL SUBMITTAL

CONSTRUCT ADDITION

FIRE STATION,

BLDG 90

AT

JOINT BASE CHARLESTON

WEAPON STATION, SOUTH CAROLINA

PROJECT No.: DKGV 12-2035

SUBMITTAL DATE: 17 AUGUST 2015 (INCLUDES 14 JULY 2017 EDITS)

ARCHITECTURE / PLANNING / INTERIOR DESIGN

493 King Street, Suite 100 Charleston, South Carolina 29403

Telephone: 843.577.6377 / Fax: 722.1768 Internet: www.glickboehmarchitecture.com

GBA Project No.: 1429

Project Design Team

Architect: Glick/Boehm & Associates, Inc.

493 King Street, Suite 100 Charleston, South Carolina 29403 (843)577.6377

Civil Consultant: Forsberg Engineering & Surveying 1587 Savannah Hwy, Suite B Charleston, SC 29407 (843)571.2622

Mechanical / Plumbing / DWG Consulting Engineers, Inc.

Electrical Consultant/ 1009 Anna Knapp Blvd., Suite 202 Fire Protection: Mt. Pleasant, South Carolina 29464 (843)849.1141

Structural Consultant: ADC Engineering 1226 Yeamans Hall Road Hanahan, South Carolina 29406 (843)566.0161

Environmental: S&ME, Inc.

620 Wando Park Blvd.

Mt. Pleasant, South Carolina 29464 843.884.0005

CONSTRUCT FIRE STATION ADDITION, BUILDING 90 PROJECT NO DKGV12-2035

FINAL SUBMITTAL 17 AUGUST 2015

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 31 26 INFORMATION AVAILABLE TO PROPOSERS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 JB CHS WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 16.00 20 JB CHS PROJECT SCHEDULE AND PROGRESS DOCUMENTATION

01 33 00 JB CHS SUBMITTAL PROCEDURES

01 35 26 JB CHS GOVERNMENTAL SAFETY REQUIREMENTS

01 35 40.00 20 ENVIRONMENTAL MANAGEMENT

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 JB CHS CONSTRUCTION QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 50 10 JB CHS ENVIRONMENTAL

01 54 00 JB CHS GREEN PROCUREMENT

01 57 20 JB CHS WASTE MANAGEMENT

01 57 50 JB CHS TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 41 13 SELECTIVE SITE DEMOLITION

02 82 16.00 20 ENGINEERING CONTROL OF ASBESTOS CONTAINING MATERIALS

DIVISION 03 - CONCRETE

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 MASONRY

DIVISION 05 - METALS

05 05 23 WELDING, STRUCTURAL

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOIST FRAMING

05 30 00 STEEL DECKS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 41 16.00 10 LAMINATE CLAD ARCHITECTURAL CASEWORK

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 13 BOARD INSULATION

07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING

PROJECT TABLE OF CONTENTS Page 1

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 00 CERAMIC TILE

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 68 00 CARPET

09 90 00 PAINTS

DIVISION 10 - SPECIALTIES

10 21 13 TOILET COMPARTMENTS

10 28 13 TOILET ACCESSORIES

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 20 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 05 48.00 20 MECHANICAL SOUND, VIBRATION, AND SEISMIC CONTROL

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 23 00 REFRIGERANT PIPING

23 31 13.00 40 METAL DUCTS

23 37 13.00 40 DIFFUSERS, REGISTERS, AND GRILLS

23 74 33.00 00 DEDICATED OUTDOOR AIR UNITS

23 81 43 AIR-SOURCE UNITARY HEAT RECOVERY UNITS

23 84 16.00 20 DESICCANT DEHUMIDIFICATION EQUIPMENT

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 13.00 40 MEDIUM-VOLTAGE CABLES

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 09 23.00 40 LIGHTING CONTROL DEVICES

26 12 19.00 40 PAD-MOUNTED, LIQUID-FILLED, MEDIUM-VOLTAGE TRANSFORMERS

26 18 23.00 40 MEDIUM-VOLTAGE SURGE ARRESTERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

PROJECT TABLE OF CONTENTS Page 2

26 24 16.00 40 PANELBOARDS

26 27 13.10 30 ELECTRIC METERS

26 32 14.00 10 DIESEL-GENERATOR SET, STATIONARY 15-300 KW, STANDBY

APPLICATIONS

26 36 00.00 10 AUTOMATIC TRANSFER SWITCH AND BY-PASS/ISOLATION SWITCH

26 51 00 INTERIOR LIGHTING

26 53 00.00 40 EXIT SIGNS

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 54 00.00 20 COMMUNITY ANTENNA TELEVISION (CATV) SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 05 26.00 40 GROUNDING AND BONDING FOR ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 32 11 SOIL SURFACE EROSION CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 92 23 SODDING

DIVISION 33 - UTILITIES

33 05 23.13 UTILITY HORIZONTAL DIRECTIONAL DRILLING

33 11 00 WATER DISTRIBUTION

33 30 00 SANITARY SEWERS

33 71 02.00 20 UNDERGROUND ELECTRICAL DISTRIBUTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

SECTION 00 31 26

INFORMATION AVAILABLE TO PROPOSERS

03/01

PART 1 GENERAL

1.1 SUMMARY

These documents furnish the following physical data as attachments.

a. Asbestos and Lead-based Paint Assessment Report dated May 18, 2015

1.2 PROPOSERS RESPONSIBILITY

Data and information furnished in the attached document produced by S&ME, Mount Pleasant, SC is for the Proposer's information. The Government shall not be responsible for any interpretation of, or conclusion drawn from, the data or information by the Proposer.

PART 2 NOT USED

PART 3 NOT USED

-- End of Section --

DOCUMENT 00 31 26 Page 1

CONSTRUCT FIRE STATION ADDITION, BUILDING 90 PROJECT NO. DKGV12-2035

FINAL SUBMITTAL 14 JULY 2017 (EDITED)

JBCGS SECTION 01 11 00

SUMMARY OF WORK

06/17

PART 1 GENERAL

1.1 Submittals

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Utility Outage Requests

Road Closure Requests

Air Force Work Clearance Permit Contractor's

Proposed Laydown Area Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Location

The work shall be located at the intersection of Old Tom Road and Redbank Road on Joint Base Charleston, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.2.2 Summary of Work

The Work is an addition and minor renovations to Building 90. The Work includes demolition, hazardous material abatement, site work, concrete, concrete masonry units (CMU), modified bitumen roofing, insulation, metal studs, gypsum wallboard, paint, vinyl composite tile (VCT), ceramic tile, carpet, acoustical ceiling systems, HVAC, plumbing, electrical, fire protection and communication systems and incidental related work. The noted work in the construction documents, including but not limited to demo of the overhead electrical, installation of new underground and associated work, etc.

BID ALTERNATE: Includes the generator, associated fuel line(s) and wiring.

Salvage of existing generator by owner, demolition of existing wiring and fuel lines not used by the new generator.

1.2.3 PHASING

The addition shall be constructed first, then the firefighters shall move into the addition and the existing area can be scheduled for renovation. The building will be occupied during the renovation. Sleeping quarters will be occupied by the on duty firefighters (total 5 assigned) at night. The firefighters can accommodate and move during the duty day (0700-1600). They shall be able to return after 1600 each day.

1.3 OCCUPANCY OF PREMISES

Building will be occupied during performance of work under this Contract, see

PHASING.

Before work is started, the Contractor shall arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.4 PROJECT ENVIRONMENTAL GOALS

Contractor shall distribute copies of the Environmental Goals to each subcontractor and the Contracting Officer. The overall goal for design, construction, and operation is to produce a building that meets the functional program needs and incorporates the principles of sustainability. Specifically:

a. Preserve and restore the site ecosystem and biodiversity; avoid site degradation and erosion. Minimize offsite environmental impact.

b. Use the minimum amount of energy, water, and materials feasible to meet the design intent. Select energy and water efficient equipment and strategies.

c. Use environmentally preferable products and decrease toxicity level of materials used.

d. Use renewable energy and material resources.

e. Optimize operational performance (through commissioning efforts) in order to ensure energy efficient equipment operates as intended.

Consider the durability, maintainability, and flexibility of building systems.

f. Manage construction site and storage of materials to ensure no negative impact on the indoor environmental quality of the building.

g. Reduce construction waste through reuse, recycling, and supplier take-back.

1.5 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.6 ON-SITE PERMITS

Obtain a work clearance/digging permit prior to start of excavation. The Contractor is responsible for marking and verifying all utilities. Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.6.1 NOTIFICATIONS

Notify the Contracting Officer at least 72 hours prior to starting excavation work.

1.6.2 OUTAGE REQUESTS

Utility outages and road closures required during the prosecution of work shall be arranged for the convenience of the Government. Utility outages and connections shall be scheduled outside regular working hours.

Utility outage, and road closure requests shall be submitted to the Contracting Officer for coordination and Government approval at least 30 days prior to the desired outage or closure date.

Requests shall clearly identify the need for the outage or closure, the requested date(s) for the outage or closure, the expected length of the outage or closure and proposed backup dates.

1.7 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged shall remain the property of the Government.

The salvaged property shall be segregated, itemized, delivered, and off-loaded at a Government designated storage area located on Joint Base Charleston.

Contractor shall maintain property control records for material or equipment designated as salvage. Contractor's system of property control may be used if approved by the Contracting Officer. Contractor shall be responsible for storage and protection of salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 14 00

JB CHS WORK RESTRICTIONS

06/15

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel; G

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

It should be recognized that requirements for security and base accessories between various locations within Joint Base Charleston. It is incumbent on the Contractor to ascertain the current security and base access requirements appropriate to the project location and incorporate the cost, if any, for compliance to said requirements into Contractor's proposal.

Lack of knowledge of current requirements does not constitute a basis for an adjustment to the contract. Should requirements change during the construction timeframe, Contractor may be eligible, subject to documentation acceptable to the Government, for an adjustment to the contract.

Ensure that all Contractor personnel employed on Joint Base Charleston become familiar with and obey Installation regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.2.1.1 Subcontractors and Personnel Contacts

Furnish a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.2.1.2 Identification Badges

Identification badges, if required, may be furnished without charge under certain circumstances. Confirm security requirements with the Contracting Officer. Application for and use of badges will be as directed. Furnish a completed EMPLOYMENT ELIGIBILITY VERIFICATION (DHS FORM I-9) form for all personnel requesting badges. This form is available at http://www.uscis.gov/files/form/I-9_IFR_02-02-09.pdf. Immediately report

SECTION 01 14 00 Page 1 instances of lost or stolen badges to the Contracting Officer.

1.2.1.3 Tobacco Use Policy

Tobacco use is prohibited within and outside of all buildings on installation, except in designated Tobacco Use Areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated Tobacco Use Areas.

1.2.2 Working Hours

Regular working hours shall consist of an 8 1/2 hour period established by the Contractor Officer, between 7:00 a.m. and 3:30 p.m., Monday through Friday, excluding Government holidays.

1.2.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer.

1.2.4 Occupied Buildings

Do not enter occupied buildings without prior approval of the Contracting Officer.

Existing buildings and their contents must be kept secure at all times.

Provide temporary closures as required to maintain security as directed by the Contracting Officer.

Provide dust covers or protective enclosures to protect existing work that remains and Government material during the construction period.

Relocate movable furniture away from the Contractor's working area as required to perform the work, protect the furniture, and replace the furniture in its original location upon completion of the work. Leave attached equipment in place, and protect against damage, or temporarily disconnect, relocate, protect, and reinstall at the completion of the work.

1.2.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in the paragraph "Work Outside Regular Hours."

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, and natural gas shall be considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular

SECTION 01 14 00 Page 2

Hours."

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services without Government notification and approval. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 14 00 Page 3

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/11

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval.for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View location map; G

Progress and completion pictures; G

SD-04 Samples

Color boards; G

1.2 COLOR BOARDS FOR AIR FORCE PROJECTS

Submit five sets of color boards within 90 calendar days after Contract Award. Each set of boards shall include samples of colors and finishes of interior surfaces, such as walls, floors, and ceilings. The samples shall be presented on 8 by 10-1/2 inches boards (modules) with a maximum spread of 24 by 31-1/2 inches for foldouts. Modules shall be designed to fit in a standard loose-leaf, three-ring binder. Where special finishes such as architectural concrete, carpet, or prefinished textured metal panels are required, samples not less than 12 inches square shall be submitted with the board. If more space is needed, more than one board per set may be submitted. The Contractor shall certify that he has reviewed the color samples in detail and that the color samples are in strict accordance with contract drawings and specifications, except as may be otherwise explicitly stated. Submittal of color samples shall not relieve the Contractor of the responsibility to submit samples required elsewhere herein.

1.3 VIEW LOCATION MAP

Submit to the Contracting Officer, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit a view location sketch indicating points of view. Submit

SECTION 01 30 00 Page 1 with the monthly invoice two sets of digital photographs each set on a separate CD-R, cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Photographs for each month shall be in a separate monthly directory and each file shall be named to indicate its location on the view location sketch. The view location sketch shall also be provided on the CD as digital file. All file names shall include a date designator. Cross reference submittals in the appropriate daily report. Photographs shall be provided for unrestricted use by the Government.

1.5 CONTRACTOR SPECIAL REQUIREMENTS

1.5.1 Asbestos Containing Material

All contract requirements of Section 02 82 16.00 20, "Engineering Control of Asbestos Containing Materials" assigned to the Private Qualified Person (PQP) shall be accomplished directly by a first tier subcontractor.

1.5.2 Space Temperature Control, HVAC TAB, and Apparatus Inspection

All contract requirements of Section Section 23 09 23 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING CONTROL SYSTEMS Section 23 05 93 TESTING, ADJUSTING AND BALANCING FOR HVAC and Section 26 08 00 APPARATUS INSPECTION AND TESTING shall be accomplished directly by a first tier subcontractor, including the Commissioning Agent. No work required by Section 23 09 23 23 05 93 or 26 08 00 shall be accomplished by a second tier subcontractor.

1.6 SUPERVISION

Have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours. In addition, if a Quality Control (QC) representative is required on the contract, then that individual shall also have fluent English communication skills.

1.7 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work shall also attend.

1.8 AVAILABILITY OF CADD DRAWING FILES

After award and upon request, the electronic "Computer-Aided Drafting and Design (CADD)" drawing files will only be made available to the Contractor for use in preparation of construction data related to the referenced contract subject to the following terms and conditions.

Data contained on these electronic files shall not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government.

The Contractor shall make no claim and waives to the fullest extent

SECTION 01 30 00 Page 2 permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor shall, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic CADD drawing files are not construction documents.

Differences may exist between the CADD files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic CADD files, nor does it make representation to the compatibility of these files with the Contractors hardware or software. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished CADD files, the signed and sealed construction documents shall govern. The Contractor is responsible for determining if any conflict exists. Use of these CADD files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project.

If the Contractor uses, duplicates and/or modifies these electronic CADD files for use in producing construction drawings and data related to this contract, all previous indicia of ownership (seals, logos, signatures, initials and dates) shall be removed.

1.9 ELECTRONIC MAIL (E-MAIL) ADDRESS

The Contractor shall establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments in Microsoft, Adobe Acrobat, and other similar formats. Within 10 days after contract award, the Contractor shall provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes, terrorist threats, etc. Multiple email address will not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). The Contractor shall promptly notify the Contracting Officer, in writing, of any changes to this email address.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 30 00 Page 3

SECTION 01 32 16.00 20

JB CHS PROJECT SCHEDULE AND PROGRESS DOCUMENTATION

11/09

PART 1 GENERAL

Pursuant to Contract Clause "FAR 52.236-15, Schedules for Construction Contracts," a Project Schedule as described below shall be prepared.

Scheduling of construction shall be the responsibility of the Contractor.

Contractor management personnel actively participate in the development of the project schedule. Contractor management personnel shall coordinate closely with Contracting Officer/Galley Management/CEMNP in the maintenance of the schedule. Subcontractors and suppliers working on the project shall also contribute in developing and maintaining an accurate schedule. The approved schedule shall be used to measure the progress of work, to aid in evaluating time extensions, and to provide the basis of all progress payments.

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Qualifications; G

Baseline Project Schedule; G 628 CES/CENMP

Initial Contract Progress Report (AF IMT 3065); G 628 CES/CENM

Initial Contract Progress Schedule (AF IMT 3064); G 628 CES/CENM

SD-07 Certificates

Monthly Project Schedule Update; G 628 CES/CENMP

Monthly Contract Progress Reports (AF IMT 3065); G

Monthly Contract Progress Schedule (AF IMT 3064); G

1.2 QUALIFICATIONS

The Contractor shall designate an authorized representative responsible for preparing and maintaining the project schedule for this contract. This individual shall have prepared and maintained at least 3 previous schedules of similar size, scope and complexity to this contract. A resume outlining the individual's qualifications shall be submitted for acceptance by the Contracting Officer.

SECTION 01 32 16.00 20 Page 1

1.3 PROJECT SCHEDULE

1.3.1 Basis for Payment

The Project Schedule shall be the basis for measuring Contractor progress.

Lack of an approved updated project schedule may result in an inability of the Contracting Officer to evaluate the Contractor's progress for the purposes of payment. The Baseline Project Schedule shall be submitted for approval within 30 calendar days after the Notice to Proceed (NTP) has been acknowledged. Acceptance of an error free current Project Schedule is a condition precedent to processing any Contractor's pay request except bond payments. In the cases where Project Schedule revisions have been directed by the Contracting Officer and those revisions have not been included in the Project Schedule, the Contracting Officer may hold retainage up to the maximum amount allowed by the contract, each payment period, until their visions have been made.

Review comments made by the Government on the Contractor's schedule(s) will not relieve the Contractor from compliance with the requirements of the Contract Documents. The Contractor is responsible for scheduling, sequencing and prosecuting work to comply with the requirements of the Contract Documents. Government acceptance extends only to the activities of the Contractor's schedule that the Government has been assigned responsibility and agrees it is responsible. Comments offered on other parts of the schedule, to which the Contractor is assigned responsibility, are offered as a courtesy and are not conditions of Government acceptance;

but are for the general conformance with established industry scheduling concepts.

1.3.2 Schedule Format

1.3.2.1 Use of Critical Path Method

The Contractor shall use the critical path method (CPM) and the Precedence Diagram Method (PDM) to schedule and control project activities.

1.3.2.2 Scheduling Software

Project schedules shall be prepared and maintained using a commercially available scheduling software program capable of providing all requirements of this specification. Manual methods used to produce any required information shall require prior approval by the Contracting Officer.

1.3.2.3 Level of Detail Required

The Project Schedule shall include an appropriate level of detail to appropriately reflect the complexity of work and to clearly show all construction activities planned for the project as well as all other activities which could impact project completion if delayed, including but not limited to; submittals, government review periods, environmental permitting, material/equipment delivery, utility outages, anticipated weather delays, inspection, testing, and closeout activities. Government and Contractor on-site work activities shall be driven by calendars that reflect Saturdays, Sundays and all Federal Holidays as non-work days.

Activities on the critical path shall be clearly indicated. Separate activities shall be created for each Phase, Area, Floor Level and Location the activity is occurring. On-site construction activities with anticipated durations in excess of 20 working days shall be broken into multiple

SECTION 01 32 16.00 20 Page 2 activities. Tasks related to procurement of long lead materials or equipment (procurement cycles of over 90 days) shall be included as separate activities.

At a minimum, each activity shall include the following information:

a. Activity ID

b. Activity Description

c. Original Duration in Work Days

d. Early Start Date

e. Early Finish Date

f. Late Start Date

g. Late Finish Date

h. Total Float

i. Bid Item

j. Percent Complete

All activities shall be identified in the Project Schedule by the Bid Item to which the activity belongs. An activity shall not contain work in more than one bid item.

k. Feature of Work

All activities shall be identified in the Project Schedule according to the Contractor designated Definable Feature of Work to which the activity belongs. An activity shall not contain work in more than one feature of work.

l. Responsibility

All activities shall be identified in the Project Schedule according to the party responsible for accomplishing the work encompassed by the activity.

Responsibility includes, but is not limited to, the subcontracting firm, contractor work force, or government agency performing a given task.

Activities shall not be assigned to more than one responsible party in the Project Schedule.

Project Start Date Milestone: The Contractor shall include as the first activity on the schedule a start milestone titled "Contract Award", which shall have a Mandatory Start constraint equal to the Contract Award Date.

Projected Completion Milestone: The Contractor shall include an unconstrained finish milestone on the schedule titled "Projected Completion", indicating the point in time at which the project is complete and ready for its intended use. This milestone shall have the Contract Completion Date (CCD) as its only successor.

Contract Completion Date (CCD) Milestone: The Contractor shall include as the last activity on the schedule a finish milestone titled "Contract Completion (CCD)", which shall have a Mandatory Finish constraint equal to

SECTION 01 32 16.00 20 Page 3 the Contract Completion Date. The only predecessor to the Contract Completion Date Milestone shall be the Projected Completion milestone.

With the exception of the Contract Award and Contract Completion Date (CCD)milestone activities, no activity shall be open-ended; each activity shall have predecessor and successor ties. Once an activity exists on the approved schedule, it shall not be deleted or renamed to change the scope of the activity, nor shall it be removed from the schedule logic without approval from the Contracting Officer.

Date/time constraint(s) and/or lags, other than those required by the contract, shall not be allowed unless accepted by the Contracting Officer.

1.3.2.4 Submittals and Procedures

Submit project schedule and updates in hard copy and on electronic media acceptable to the Contracting Officer. Submittals shall be understood to be the Contractor's certification that the submitted schedule meets all requirements of the Contract documents, represents the Contractor's plan on how the work shall be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

Actual start and Finish dates shall not be automatically updated by default mechanisms that may be included in the CPM scheduling software system.

Actual Start and Finish dates shall match those dates from the Contractor Quality Control Reports. Updating of the percent complete and the remaining duration of any activity shall be independent functions. Program features which calculate one of these parameters from the other shall be disabled.

1.3.3 Project Schedule Updates

The Project Schedule shall be kept current, reflecting actual activity progress and plan for completing the remaining work. The Contractor shall submit a Monthly Project Schedule Update to the Contracting Officer.

Contractor and Government representatives shall meet at monthly intervals to review and agree on the information presented in the updated project schedule. Updated Project Schedules shall also be submitted for Government approval in conjunction with any Contractor requests for additional time.

Submit copies of purchase orders and confirmation of delivery dates as directed by the Contracting Officer.

1.3.3.1 Narrative Report

Each updated project schedule shall be accompanied by a narrative report identifying and justifying;

a. progress made in each area of the project

b. the current Critical Path

c. date/time constraint(s), other than those required by the contract

d. changes in the following;

i. added or deleted activitiest

ii. original and remaining durations for activities which have not started

SECTION 01 32 16.00 20 Page 4

iii. logic

iv. milestones

v. planned sequence of operations

vi. critical path

e. pending items and status thereof, including permits, changes orders, and time extensions;

f. status of Contract Completion Date and interim milestones;

g. current and anticipated delays (describe cause of delay and corrective actions)

h. description of current and future schedule problem areas.

1.4 PROGRESS DOCUMENTATION

1.4.1 Contract Progress Report

Prior to commencement of work, submit the Initial Contract Progress Report(AF IMT 3065). The number of line items on the Contract Progress Schedule shall appropriately reflect the complexity of the work, phasing requirements and other project constraints. At a minimum, the Contract Progress Report shall include a line item for each Definable Feature of Work identified in the approved Quality Control Plan. Once the Initial Contract Progress Report has been approved by the Contracting Officer, submit updated Monthly Contract Progress Reports (AF IMT 3065) for Government approval for the duration of the contract.

1.4.2 Contract Progress Schedules

Prior to commencement of work, submit the Initial Contract Progress Schedule(AF IMT 3064). Work elements shall be identical to the elements listed on the Contract Progress Report (AF IMT 3065) and the overall progress schedule shall reflect the more detailed Project Schedule. Once the Initial Contract Progress Schedule has been approved by the Contracting Officer, submit updated Monthly Contract Progress Schedule (AF IMT 3064) for Government approval for the duration of the contract.

1.4.3 3-Week Look Ahead Schedule

The Contractor shall prepare and issue a 3-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Project Schedule. The work plans shall cover the planned work for the current and following two-week period and shall include upcoming outages, closures, preparatory meetings, and initial meetings. Identify critical path activities on the Three-Week Look Ahead Schedule. Three hard copies and one electronic file of the 3-Week Look Ahead Schedule shall be delivered to the Contracting Officer no later than 9 a.m. each Monday and reviewed during the CQC Coordination Meetings.

1.5 CORRESPONDENCE AND TEST REPORTS

All correspondence (e.g., letters, Requests for Information (RFIs), e-mails, meeting minute items, Production and QC Daily Reports, material

SECTION 01 32 16.00 20 Page 5 delivery tickets, photographs, etc.) shall reference Schedule activities that are being addressed. All test reports (e.g., concrete, soil compaction, weld, pressure, etc.) shall reference schedule activities that are being addressed.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 OWNERSHIP OF FLOAT

Float available in the schedule, at any time, shall not be considered for the exclusive use of either the Government or the Contractor.

3.2 CONTRACT MODIFICATION

Submit a Time Impact Analysis (TIA) with each cost and time proposal for a proposed change clearly illustrating the influence of each change or delay on the Contract Completion Date (CCD) or milestones. TIAs shall be in both narrative and schedule form demonstrating the delay impact. The TIA shall identify the predecessors to new activities and demonstrate impacts to successor activities. The TIA shall show all activity progress as of the date of the proposal. If the impact to the schedule occurs prior to the proposal submission, the TIA schedule shall be updated to show all activity progress as of the time of the impact. If the proposed change does not impact the CCD, a TIA shall not be required.

SECTION 01 32 16.00 20 Page 6

SECTION 01 33 00

JB CHS SUBMITTAL PROCEDURES

05/11

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to start of construction (work).

Certificates of insurance Surety bonds List of proposed subcontractors List of proposed products Project Schedule Contract Progress Schedule Submittal register Schedule of Prices Health and safety plan Work plan Quality control(QC) plan Environmental protection plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of

SECTION 01 33 00 Page 1 a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

Design submittals, design substantiation submittals and extensions of design submittals.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Testing must have been within three years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

SECTION 01 33 00 Page 2

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and Material Safety Data sheets (MSDS) concerning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and must state the test results; and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

Interim "DD Form 1354" with cost breakout for all assets 30 days prior to facility turnover.

1.1.2 Approving Authority

Office or designated person authorized to approve submittal.

1.1.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

SECTION 01 33 00 Page 3

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal register; G

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.4 PREPARATION

1.4.1 Transmittal Form

Transmit each submittal, except sample installations and sample panels to office of approving authority. Transmit submittals with transmittal form prescribed by Contracting Officer and standard for project. On the transmittal form identify Contractor, indicate date of submittal, and include information prescribed by transmittal form and required in paragraph entitled "Identifying Submittals," of this section. Process transmittal forms to record actions regarding sample installations.

1.4.2 Identifying Submittals

When submittals are provided by a Subcontractor, the Prime Contractor is to prepare, review and stamp with Contractor's approval all specified submittals prior to submitting for Government approval.

Identify submittals, except sample installations and sample panels, with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal form. Mark each copy of each submittal identically, with the following:

a. Project title and location.

b. Construction contract number.

c. Date of the drawings and revisions.

d. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other subcontractor associated with the submittal.

e. Section number of the specification section by which submittal is required.

f. Submittal description (SD) number of each component of submittal.

g. When a resubmission, add alphabetic suffix on submittal description, for example, submittal 18 would become 18A, to indicate resubmission.

h. Product identification and location in project.

SECTION 01 33 00 Page 4

1.4.3 General Format for Technical Submittals

Convert all documents to Adobe Acrobat PDF format for electronic processing. All submittals shall be planned to eventually be printed for end users and facility operators and maintainers. Generally, documents shall be sized to print in 8-1/2" x 11" or 11" x 17" format unless larger drawing sizes are applicable. Format all PDF documents to print accordingly. Only those submittals which cannot technologically be converted to electronic format shall be forwarded to Government reviewers in hard copy. In those cases, hard copies must meet the physical descriptions and be submitted in the quantities described herein.

Regardless of submittal format, at least one hard copy of all approved submittals shall be maintained on-site in QC Manger's files.

1.4.4 General Format for Administrative Submittals

For Division 01 submittals requiring Government approval, each shall be prepared and submitted in electronic PDF format

1.4.5 Format for SD-02 Shop Drawings

a. Shop drawings are not to be less than 8 1/2 by 11 inches nor more than 30 by 42 inches, except for full size patterns or templates.

Prepare drawings to accurate size, with scale indicated, unless other form is required. Drawings are to be suitable for reproduction and be of a quality to produce clear, distinct lines and letters with dark lines on a white background.

b. Present A4 8 1/2 by 11 inches sized shop drawings as part of the bound volume for submittals required by section. Present larger drawings in sets.

c. Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph entitled "Identifying Submittals," of this section.

d. Number drawings in a logical sequence. Contractors may use their own number system. Each drawing is to bear the number of the submittal in a uniform location adjacent to the title block. Place the Government contract number in the margin, immediately below the title block, for each drawing.

e. Reserve a blank space, no smaller than 2 inches on the right hand side of each sheet for the Government disposition stamp.

f. Dimension drawings, except diagrams and schematic drawings;

prepare drawings demonstrating interface with other trades to scale. Use the same unit of measure for shop drawings as indicated on the contract drawings. Identify materials and products for work shown.

g. Include the nameplate data, size and capacity on drawings. Also include applicable federal, military, industry and technical society publication references.

1.4.6 Format of SD-03 Product Data and SD-08 Manufacturer's Instructions

a. Present product data submittals for each section as a complete, SECTION 01 33 00 Page 5 bound volume. Include table of contents, listing page and catalog item numbers for product data.

b. Indicate, by prominent notation, each product which is being submitted; indicate specification section number and paragraph…